Abstract
The finite element method determining dynamic response of random structures subjected to random dynamic load is studied, the formulas for dynamic response of random structures and reliability based on random resistibility are proposed in this paper.
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Li Qiu-sheng and Cao Hong, Dynamic reliability analysis of tall buildings and high-rise structures with distributed parameters under the action of wind loads,Engineering Mechanics, 1 (1987). (in Chinese)
Li Qiu-sheng and Cao Hong, Dynamic reliability of earthquake-resistant structures,Proceedings of National Symposium on Reliability of Engineering Structures, China (1987). (in Chinese)
Li Gui-qing,Calculation Theory and Methods of Aseismatic Structures, Seismic Press, China (1985). (in Chinese)
Cao Hong and Li Qiu-sheng, Fatigue reliability of structures,Proceedings of the 2nd National Conference of Earthquake, Wuhan (China) (1987). (in Chinese)
Li Qui-sheng, Cao Hong, et al. Fuzzy dynamic reliability of tall buildings and high-rise structures under the action of wind loads,Proceedings of International Symosium on Fuzzy systems and Knowledge Engineering (1987).
Li Qui-sheng and Liu Ji, Nonlinear random response and dynamic reliability of earthquake-resistant structures,Journal of Harbin Institute of Civil Engineering and Architechture, 3 (1987). (in Chinese)
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Communicated by Zhou Huan-wen
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Hong, C., Qiu-sheng, L. & Zhi-yan, L. Dynamic response and reliability analysis of random structures. Appl Math Mech 14, 983–991 (1993). https://doi.org/10.1007/BF02451713
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DOI: https://doi.org/10.1007/BF02451713